PR 131 over GUILARTE RIVER
Map
Coordinates:
+18.14667, -66.7750018°08'48" N, 66°46'30" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | PR 131 over GUILARTE RIVER |
| Structure number: | 002671 |
| Location: | 5 KM W S W OF ADJUNTAS |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 41.7 ft. [12.7 m] |
| Roadway width between curbs: | 19.7 ft. [6.0 m] |
| Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1940 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 500 [as of 2005] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.6 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $225,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 1996] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 17.8 tons [16.2 metric tons] |
| Sufficiency rating: | 72.7 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $10,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 140 [as of 1987] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 17.8 tons [16.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 52.6 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $6,000 |